Construction of Boundary Wall and Security Rooms at Dr. B. R. Ambedkar Institute of Rural Technology, Management, KVIC, Trimbak Vidya Mandir, Nashiki

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and

Management, KVIC, Tryambak vidhya Mandir, Nashik-422 213.

SUMMARY SHEET CIVIL WORK (BOUNDARY WALL)

Amount As per DSR Total Amount (DSR+

Amount As per DSR Total Amount (DSR+

S.No. Description Amount As per MR

Boundary WALL , gate,security

cabin,septic tank etc

D Powder coated wire mesh fencing Rs. 1,10,56,771.35 Rs. 1,10,56,771.35

Total Amount (Rs Twelve Crore twenty eight Lakh twelve Thousand Six hundred twenty three Only)

Total Amount (Rs Twelve Crore twenty eight Lakh twelve Thousand Six hundred twenty three Only)

Digitally signed by AMIT JAIN

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

A DISMANTLING WORKS

Dismantling of barbed wire fencing/ wire mesh fencing including posts,

foundation concrete, back filling of pit by manual means including

1.0 MR 1 disposal of dismantled material with all lifts and upto a lead of 1000meters Meter 8000.00 132.00 1056000.00

, staking serviceable material and unserviceable material seperately.

Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth up to 30 cm measured at a height of 1 m above

2.0 2.31 ground level and removal of rubbish up to a distance of 50m outside the Sqm 40000.00 17.60 704000.00

periphery of the area cleared.

Clearing grass and removal of the rubbish up to a distance of 50 m

outside the periphery of the area cleared.

TOTAL COST FOR DISMANTLING ₹ 7,48,750.00 ₹ 10,56,000.00

B Boundary WALL , gate,security cabin,septic tank etc

Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means over areas (exceeding 30cm in depth, 1.5m in width as

1.0 2.6 well as 10 Sqm on plan) including getting out and disposal of excavated

earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-

Earth work in excavation by mechanical means (Hydraulic excavator) /

manual means in foundation trenches or drains (not exceeding 1.5 m in

width or 10 sqm on plan), including dressing of sides and ramming of

3.0 2.8 bottoms, for all lift, including getting out the excavated soil and disposal of

surplus excavated soil as directed, within a lead of 50 m.

Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20cm in depth, consolidating

7.0 2.25 each deposited layer by ramming and watering, lead up to 50 m and lift cum 5579.98 196.00 1093676.54

8.0 5 PLAIN CEMENT WORKS

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :

3 coarse sand derived from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural sources) over 75mm thick bed

9.0 4.17 of dry brick ballast 40 mm nominal size, well rammed and consolidated Sqm 93.60 749.30 70134.48

and grouted with fine sand, including necessary excavation leveling and

dressing and finishing the top smooth.

Plain cement concrete works in foundation bed for footing steps, walls,

brick works etc below plinth level as directed and specified including

10.0 5.1 dewatering if necessary, and curing complete (shuttering where

necessary shall be measured and paid separately} .

1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 20 mm

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering, shuttering, finishing and

12.0 5.33 reinforcement as per direction of the engineer-in-charge, for the following

grades of concrete.: Note: Extra cement up to 10% of the minimum

specified cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

13.0 5.33.1 All works up to plinth level

Concrete of M25 grade with minimum cement content of 330 kg /cum

15.0 5.33.2 All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement content of 330 kg /cum

Steel reinforcement for R.C.C. work including straightening, cutting,

17.0 5.22 bending, placing in position and binding all complete upto plinth level

18.0 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 86415.23 107.85 9319882.34

Steel reinforcement for R.C.C. work including straightening, cutting,

19.0 5.22A bending, placing in position and binding all complete above plinth level.

20.0 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 136714.16 107.85 14744622.26

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and fixing in position 12 mm thick bitumen impregnated fibre

board conforming to IS:1838, including cost of primer,sealing compound Cost per cm

21.0 5.28 Grade-A in expansion joints depth per 5018.60 655.75 3290946.95

SHUTTERING/ FORMWORK Centering and shuttering lncludlng strutting,

22.0 5.9 propping etc. and removal of form for all heights complete and as directed

by Engineer In charge.

Foundations, footings, bases of columns, etc. for mass concrete (using

Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc.

25.0 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 3613.03 736.40 2660636.76

26.0 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 7337.04 961.30 7053096.55

Suspended floors, roofs, landings, balconies and access platform with

water proof ply 12 mm thic

Lintels, beams, plinth beams, girders, bressumers and cantilevers with

water proof ply 12 mm thick

29.0 MASONARY WORKS

Brick work with common burnt clay modular bricks of class designation

7.5 in foundation and plinth in:

31.0 6.2.1 Cement Mortar 1:6 (1 cement: 6 coarse sand). cum 2.56 6295.15 16090.40

Brick work with common burnt clay F.P.S. (non modular) bricks of class

32.0 6.4 designation 7.5 in superstructure above plinth level up to floor V level in

all shapes and sizes in :

33.0 6.4.1 Cement mortar 1:4 (1 cement: 4 coarse sand) cum 38.50 9344.35 359783.78

34.0 6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 1010.07 9105.95 9197637.08

35.0 STRUCTURAL STEEL WORKS

Structural steel work in single section, fixed with or without connecting

36.0 10.1 plate, including cutting, hoisting, fixing in position and applying a priming Kg 12368.53 117.35 1451446.46

coat of approved steel primer all complete.

37.0 FINISHING WORKS

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Steel work welded in built up sections/ framed work, including cutting,

38.0 10.25 hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar

40.0 13.1 12 mm cement plaster of mix :

18 mm cement plaster in two coats under layer 12 mm thick cement

42.0 13.11 plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick Sqm 265.37 518.55 137606.99

cement plaster 1:6 (1 cement: 6 fine sand).

18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement

43.0 13.12 plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge. Sqm 12412.86 537.45 6671291.61

44.0 13.16 6 mm cement plaster of mix :

Extra for providing and mixing water proofing material in cement plaster bag of 50

46.0 13.21 work in proportion recommended by the manufacturers. kg of 39.83 22.10 880.25

Providing and applying white cement based putty of average thickness 1

mm, of approved brand and manufacturer, over the plastered wall surface

47.0 13.80 to prepare the surface even and smooth complete. Sqm 243.51 156.05 37999.35

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

48.0 13.47 additives of required shade

New work (Two or more coats applied @ 1.43 ltr/1O sqm over and

49.0 13.47.1 including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sqm 32081.63 171.10 5489166.69

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50 grams/

50.0 13.83 litre. of approved brand and manufacture, including applying additional

coats wherever required to achieve even shade and colour.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Finishing with Epoxy paint (two or more coats) at all locations prepared

and applied as per manufacturer's specifications including appropriate

52.0 13.52 priming coat, preparation of surface, etc.complete.

Painting (two or more coats) on rain water, soil, waste and vent pipes and

fittings with synthetic enamel paint of approved brand and manufacture

54.0 13.56 and required colour over a priming coat of approved steel primer on new

Painting with synthetic enamel paint of approved brand and manufacture

of required colour to give an even shade :

Two or more coats on new work over an under coat of suitable

shade with ordinary paint of approved brand and manufacture

Forming groove of uniform size in the top layer of washed stone grit

plaster as per approved pattern using wooden battens, nailed to the

59.0 13.73 underlayer, including removal Of wooden battens, repair to the edges Of

panels and finishing the groove complete as per specif ications and

direction of the Engineer- charge:

60.0 13.73.1 15 mm wide and 15 mm deep groove Rmt 9568.00 75.15 719035.20

Providing and fixing concertina coilfencing with punched tape concertina

coil 600 mm dia. 10 m openable length (total length 90 m), having 50 nos.

rounds per 6 m length, up to 3 m height of wall with existing angle iron 'Y'

shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T.

reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain

horizontal, including necessary bolts or G.I. barbed wire tied to angle iron,

all complete as per direction of Engineer-in- charge, with reinforced

barbed tape (R.B.T.)/ Spring core (2.5 mm thick) wire of high tensile

strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478

gm/m (cost of M.S. angle,C.C. blocks shall be paid separately).

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and fixing G.I. chain link fabric fencing of required

62.0 16.70 size 50x50 mm including strengthening with 2 mm dia wire

and washers as required complete as per the direction of

Engineer-incharge.

63.0 16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer Sqm 625.00 1067.10 666937.50

dia not less than 5 mm in required colour and shade

Fabrication and manufacturing of solid precast concrete element with

provisions of shear keys, connecting loops, dowel tubes and proper lifting

accessories for walls, beams, slabs, stairs, column etc, of various

thickness, shape and size of different concrete grades manufactured in

controlled factory environment with approved methodology including

moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical

moulds, beam moulds, column moulds, staircase moulds, Facade mould,

64.0 26.74 etc.), mixing, transporting and placing of concrete, vibrating, curing,

finishing, making necessary cutout/holes of required sizes for services,

yard handling & stacking all complete as per IS 11447:1985 and as per

approved shop drawings and design mix as per the direction of Engineer-

in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing

inserts will be paid separately).

65.0 26.74.1 Concrete grade M-35 (Cement content 370 kgs) Cum 545.90 20928.70 11425061.04

Erection & Installation of Precast/Prestressed Concrete elements in

correct & final position with proper line level and plumb at site making all

arrangements (i.e cranes, push-pull jacks & all another T & P for lifting

Placing & Alignment of elements, within erection tolerance as per IS

66.0 26.77 15916 as per approved shop drawings and all complete as per the

direction of Engineer-in-Charge but excluding the cost of sim pads, non

shrink grout and steel works i.e hangers. All work up to fifth floor.

67.0 26.77.3 Solid concrete wall elements Cum 545.90 2720.30 1485022.65

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and laying weep holes of 100 mm diameter PVC pipes as per

drawing for abutment returns, return walls etc. Complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias and similar locations of required

size,approved shade, colour and texture laid over 20 mm thick base

69.0 8.2 cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white

cement, mixed with matching pigment, epoxy touch ups, including

rubbing, curing, moulding and polishing to edges to give high gloss finish

etc. complete at all levels.

70.0 8.2.2 Granite of any colour and shade

Providing edge moulding to 18 mm thick marble stone counters, Vanities

etc., including machine polishing to edge to give high gloss finish etc.

72.0 8.3 complete as per design approved by Engineer-in-Charge.

Providing and laying Vitrified tiles in floor in different sizes (thickness to

be specified by the manufacturer) with water absorption less than 0.08%

and conforming to IS:15622, of approved brand & manufacturer, in all

colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4

coarse sand) jointing with grey cement slurry @3.3 kg/Sqmincluding

grouting the joints with white cement and matching pigments etc. The tiles

must be cut with the zero chipping diamond cutter only . Laying of tiles will

be done with the notch trowel, plier, wedge, clips of required thickness,

leveling system and rubber mallet for placing the tiles gently and easily.

75.0 11.41A.2 Glazed vitrified floor tiles polished finish of size

11.41A.2. Size of Tile 600x600 mm

77.0 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

11.41A.3. Size of Tile 600 x 600 mm

Providing and laying Vitrified tiles in different sizes (thickness to be

specified by manufacturer), with water absorption less than 0.08 % and

conforming to I.S. 15622, of approved make, in all colours & shade, in

79.0 11.46 skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1

cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm

including grouting the joint with white cement & matching pigments etc.

Grouting the joints of flooring tiles having joints of 3 mm width, using

epoxy grout mix of 0.70 kg of organic coated filler of desired shade(0.10

81.0 11.48 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and

finishing complete as per direction of Engineer-in-charge.

Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

83.0 11.26 the slab, including rubbing and polishing complete with base of cement

mortar 1 : 4 (1 cement: 4 coarse sand) :

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars

laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse

85.0 11.27 sand) and jointed with grey cement slurry mixed with pigment to match Sqm 3.30 2354.70 7770.51

the shade of the slabs, including rubbing and polishing complete.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:

15622 (thickness to be specified by the manufacturer), of approved make,

in all colours, shades except burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting, risers of steps and dados,

86.0 8.31 over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) Sqm 47.94 1267.95 60785.52

and jointing with grey cement slurry @ 3.3kg per sqm, including pointing

in white cement mixed with pigment of matching shade complete.

Providing and fixing bright finished brass 100 mm mortise latch and lock

87.0 9.76 with 6 levers and a pair of lever handles of approved quality with each 4.00 854.65 3418.60

necessary screws etc.complete.

Providing and fixing aluminium die cast body tubular type universal

hydraulic door closer (having brand logo with ISi, IS:3564,embossed on

88.0 9.83 the body, door weight up to 35 kg and door width up to 700 mm), with each 12.00 1124.85 13498.20

necessary accessories and screws etc. complete.

Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS:733 and

IS:1285, fixing with dash fasteners of required diameter and size,

including necessary filling up the gaps at junctions, i.e. at top, bottom and

sides with required EPDM rubber/ neoprene gasket etc. Aluminium

89.0 21 sections shall be smooth, rust free, straight, mitred and jointed

mechanically wherever required including cleat angle, Aluminium snap

beading for glazing/ panelling, C.P. brass/ stainless steel screws, all

complete as per architectural drawings and the directions of Engineer-in-

charge . (Glazing, and panelling to be paid for separately):

90.0 21.1.1 For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade

91.0 21.1.1.1 according to IS:1868, Minimum anodic coating of grade AC 15} Kg 151.49 495.05 74994.13

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

For shutters of doors, windows & ventilators including providing and fixing

hinges/ pivots and making provision for fixing of fittings wherever required

92.0 21.1.2 including the cost of EPDM rubber/ neoprene gasket required (Fittings

shall be paid for separately)

Anodised aluminium (anodised transparent or dyed to required shade

93.0 21.1.2.1 according to IS:1868, Minimum anodic coating of grade AC 15} Kg 55.44 598.60 33186.38

Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as

94.0 21.3 per the architectural drawings and the directions of engineer-in-charge:

With float glass panes of 5 mm thickness (weight not less than 12.50

With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm)

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone

work by providing weather silicon sealant over backer rod of approved

97.0 21.8 quality as per architectural drawings and direction of Engineer-in-charge RM 84.84 96.75 8208.27

Providing and fixing M.S. grills of required pattern in frames of windows

98.0 9.48 etc. with M.S. flats, square or round bars etc. including priming coat with

approved steel primer all complete.

99.0 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 101.52 238.35 24197.29

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and laying water proofing treatment in sunken portion of WCs,

bathroom etc., by applying cement slurry mixed with water proofing

cement compound consisting of applying: (a) 1st layer of slurry of cement

@ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253

kg/sqm. This layer will be allowed to air cure for 4 hours. (b) 2nd layer of

slurry of cement @ 0.242 kg/sqm mixed with water proofing cement

compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4

hours followed with water curing for 48 hours. The rate includes

preparation of surface, treatment and sealing of all joints, corners,

junctions of pipes and masonry with polymer mixed slurry.

Providing and laying water proofing treatment on roofs of slabs by

applying cement slurry mixed with water proofing cement compound

consisting of applying: (a) after surface preparation, first layer of slurry of

cement @ 0.488 kg/ sqm mixed with water proofing cement compound @

0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first

layer is still green. Overlaps of joints of fibre cloth should not be less than

10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @

1.289 kg/sqm mixed with water proofing cement compound @ 0.670

101.0 22.6 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure Sqm 187.68 688.90 129292.75

for 4 hours followed by water curing for 48 hours. The entire treatment will

be taken upto 30 cm on parapet wall and tucked into groove in parapet all

around. (d) fourth and final layer of brick tiling with cement mortar (which

will be paid for separately. For the purpose of measurement the entire

treated surface will be measured.

102.0 22.14 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone

aggregate 20 mm nominal size)

Providing and fixing 15:12817 marked stainless steel butt hinges (heavy

weight} with stainless steel screws etc. complete:

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and fixing bright finished brass door latch with necessary

screws etc.complete:

Providing and fixing aluminium tower bolts, ISi marked, anodised (anodic

coating not less than grade AC 1O as per IS:1868) transparent or dyed to

108.0 9.97 required colour or shade,with necessary screws etc.complete:

Providing and fixing aluminium hanging floor door stopper, ISi marked,

anodised (anodic coating not less than grade AC 10 as per IS:1868)

110.0 9.101 transparent or dyed to required colour and shade, with necessary screws

111.0 9.101.1 Single rubber stopper each 12.00 39.60 475.20

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid door/window/Ceosetory windows & other

Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60

(Suspension Grade), calcium carbonate and natural fibers (wood powder/

rice husk/wheat husk) and non toxic additives (maximum toxicity index of

12 for 100 gms) fabricated with miter joints after applying PVC solvent

cement and screwed with full body threaded star headed SS screws

having minimum frame density of 750 kg/ cum, screw withdrawal strength

of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58

N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of

flame of Class A category with property of being termite/borer proof,

water/moisture proof and fire retardant and fixed in position with M.S hold

fast/lugs/SS dash fasteners of required dia and length complete as per

direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners

shall be paid for separately).Note: For WPC solid door/window frames,

minus 5mm tolerance in dimensions i.e depth and width of profile shall be

acceptable. Variation in profile dimensions on plus side shall be

acceptable but no extra payment on this account shall be made.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid plain flush door shutter of required size comprising of

virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate

and natural fibers (wood powder/ rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for 100 gms) having minimum

density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) &

900 N (Edge), minimum compressive strength 50 N/mm2, modulus of

elasticity 850 N/mm2 and resistance to spread of flame of Class A

114.0 26.87 category with property of being termite/ borer proof, water/moisture proof

and fire retardant and fixing with stainless steel butt hinges of required

size with necessary full body threaded star headed counter sunk S.S

screws, all as per direction of Engineer-In- Charge. (Note: stainless steel

butt hinges and necessary S.S screws shall be paid separately)

116.0 Plumbing works

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass

single hole basin mixer of approved quality and make, including painting

117.0 17.7 of fittings and brackets, cutting and making good the walls wherever

White Vitreous China Wash basin size 550x400 mm with a 15 mm C.P.

brass single hole basin mixer.

Providing and fixing CP Brass 32 mm size bottle trap of approved quality

& make and as per the direction of Engineer-in-charge.

Providing and fixing P.V.C. waste pipe for sink or wash basin including

P.V.C. waste fittings complete.

121.0 17.28.1 Semi rigid pipe

123.0 17.34 Providing and fixing toilet paper holder :

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and fixing white vitreous china extended wall mounting water

closet of size 780x370x690 mm of approved shape including providing &

fixing white vitreous china cistern with dual flush fitting, of flushing

125.0 17.78 capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, Each 4.00 14999.15 59996.60

and cistern fittings, nuts, bolts and gasket etc complete.

Providing and fixing C.P. brass bib cock of approved quality conforming to

Providing and fixing C.P. brass long body bib cock of approved quality

128.0 18.51 conforming to IS standards and weighing not less than 690 gms.

Providing and fixing C.P. brass stop cock (consealed) of standard design

and of approved make conforming to IS:8931

Providing and fixing C.P. brass angle valve for basin mixer and geyser

points of approved quality conforming to IS:8931

Providing and fixing C.P. brass extention nipple (size 15 mm x 50 mm ) of

134.0 18.53A approved make & quality as per direction of Engineer-in-Charge. Each 8.00 74.80 598.40

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply including all CPVC plain &

135.0 18.9 brass threaded fittings This includes jointing of pipes & fittings with one

step CPVC solvent cement ,trenching ,refilling & testing of joints complete

as per direction of Engineer in Charge.

136.0 18.9.1 15 mm nominal dia Pipes Metre 140.00 244.70 34258.00

137.0 18.9.3 20 mm nominal dia Pipes Metre 60.00 274.30 16458.00

138.0 18.9.4 32 mm nominal dia Pipes Metre 40.00 438.60 17544.00

139.0 18.9.5 40 mm nominal dia Pipes Metre 40.00 563.05 22522.00

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Constructing masonry Chamber 30x30x50 cm inside, in brick work in

cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I.

surface box 100x100 x75 mm (inside) with hinged cover fixed in cement

concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), i/c necessary excavation, foundation

140.0 18.32 concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40

mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement

: 3 coarse sand) 12mm thick, finished with a floating coat of neat cement

complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation

Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm

deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c

necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand

: 10 graded stone aggregate 40 mm nominal size ) and inside plastering

with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished

with a floating coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation

Supplying and drawing following sizes of FRLS PVC insulated copper

144.0 1.17 conductor, single core cable in the existing surface/ recessed steel/ PVC

conduit as required.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Supplying and fixing of following sizes of medium class PVC conduit

along with accessories in surface/recess including cutting the wall and

148.0 1.21 making good the same in case of recessed conduit as required.

Supplying and fixing following modular switch/ socket on the existing

151.0 1.24 modular plate & switch box including connections but excluding modular

plate etc. as required.

Supplying and fixing two module stepped type electronic fan regulator on

157.0 1.25 the existing modular plate switch box including connections but excluding No 8.00 369.00 2952.00

modular plate etc. as required.

Supplying and fixing modular blanking plate on the existing modular plate

& switch box excluding modular plate as required.

Supplying and fixing following size/ modules, Gl box along with modular

159.0 1.27 base & cover plate for modular switches in recess etc. as required.

Supplying and fixing following Modular base & cover plate on existing

modular metal boxes etc. as required.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/

wooden block including connections etc. as required.

Supplying and fixing call bell/ buzzer suitable for single phase, V,

complete as required.

Installation, testing and commissioning of pre-wired, fluorescent fitting /

compact fluorescent fitting of all types, complete with all accessories and

171.0 1.41 tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. No 24.00 206.00 4944.00

mm FRLS PVC insulated, copper conductor, single core cable and

earthing etc. as required.

Installation, testing and commissioning of ceiling fan, including wiring the

down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC

172.0 1.44 insulated, copper conductor, single core cable etc. as required. No 8.00 339.00 2712.00

Installation of exhaust fan in the existing opening, including making good

173.0 1.50 the damage, connection, testing, commissioning etc. as required.

Extra for fixing the louvers/ shutters complete with frame for a exhaust fan

Supplying and fixing PVC batten/ angle holder including connections etc.

Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE

5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor,

class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos.

canopies, shackle kit, safety rope, copper winding, Power Factor not less

than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum

210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than

177.0 19.1 10%, remote or electronic regulator unit for speed control and all No 8.00 2730.00 21840.00

remaining accessories including safety pin, nut bolts, washers,

temperature rise=75 degree C (max.), insulation resistance more than 2

mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing

etc. complete as required.

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Providing and fixing in position precast R.C.C. manhole cover and frame.

180.0 19.19.2.2 Circular shape 500mm internal diameter Each 8.00 1172.60 9380.80

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:

1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and

181.0 19.16 suitable to with stand the bend test and chemical resistance test as per Each 32.00 553.70 17718.40

specifications and having manufacture’s permanent identification mark to

be visible even after fixing, including fixing in manholes with 30x20x15 cm

cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

Boundary WALL , gate,security cabin,septic tank etc B ₹ 10,55,53,790.81 ₹ 13,59,184.00

Preparation and consolidation of sub grade with power road roller of 8 to

12 tonne capacity after excavating earth to an average of 22.5 cm depth,

1.0 16.1 dressing to camber and consolidating with road roller including SQM 4720.00 218.90 1033208.00

makinggood the undulations etc. and re-rolling the sub grade and

disposal of surplus earthwith lead upto 50 metres.

2.0 16.3 Supplying and stacking at site. CUM

3.0 16.3.2 16.3.2 63 mm to 45 mm size stone aggregate CUM 450.00 1635.05 735772.50

Name of Work:- Proposed Construction of Boundary Wall at Dr. B.R. Ambedkar Institute of Rural Technology and Management, KVIC, Tryambak vidhya

Mandir, Nashik-422 213.

BILL OF QUANTITY

DESCRIPTION UNIT QTY DSR RATE MR Rate DSR AMOUNT MR AMOUNT

Laying, spreading and compacting stone aggregate of

specified sizes to WBM specifications in uniform thickness,

5.0 16.4 hand picking, rolling with 3 wheeled road/vibratory roller 8-10 450.00 1046.95 471127.50

tonne capacity in stages to proper grade and camber,

applying and brooming requisite type of screening /

bindingmaterial to fill up interstices of coarse aggregate,

watering and compacting to the required density .

Total road work amount (C) ₹ 30,38,127.69

D Powder coated unicorm wire mesh fencing

Providing and fixing powder coated weld mesh (2.1X2.5) fencing having

wire dia 4.5 mm hot galvanized 4 v band mesh opening 50x 200 mm

including fencs square post with Y ARM (50x50x2.2mm) height 2.6 mtr

angle size (40x400x4 mm), concertina core dia 600mm along with all

fixing & welding accesaries spider clamp, mushroom head bolt (SS 304

1.0 MR 3 M8X100), SS EYE Bolt, anchor road, single core barbrid wire dia 3.15 km 2.05 5393547.00 11056771.35

mm, concertina coil dia 600mm wire DIA 2.5 mm (hot galvanized)

including all necessary fiting, lifting, tranportation and labour charges,

GST,OCTRA etc. complete as required. Approved by NBCC.

Total mesh fencing work amount (D) ₹ 1,10,56,771.35

Grand Total ₹ 12,28,12,623.85

Grand Total ₹ 12,28,12,623.85